Kolkata Port Trust Tender
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Kolkata Port Trust - KOPT Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date1 Aug 2024
Closing Date26 Aug 2024
Tender Amount₹ 6,21,83,853
Costs
EMD
₹ 12,44,000Document Cost
₹ 2,950Tender Fee
Refer Documents
Summary
Up-gradation And Restoration Work Of Yards At Different Locations Within Premises Of N.s Dock On Piece Meal Basis
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_KoPT_819442_1Bid Award Id
ViewTender No
SMPK/KDS/CIV/T/2865/47Tender Authority
Kolkata Port Trust ViewPurchaser Address
-Website
http://http://www.kolkataporttrust.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in gound floor as per relevant IS codes.
Pakur Variety
25
171900
6876
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
Pakur Variety
25
190275
7611
Supplying ready mixed concrete of M 15 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work, compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. [Cement to be supplied by the Manufacturer or supplier]
1250
9706250
7765
Supplying ready mixed concrete of grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per cum of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer , designing concrete mix following IS 10262 and IS 456 transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work, compacting and curing the same complete as per specification and direction of the Engineer-in-charge including compurised batching plant transit mixure will all accessories, vibrators etc inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its staging which would be paid through separate item. In Ground Floor and Foundation Without approved concrete pump
20
169200
8460
Supplying ready mixed concrete of M 30 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work, compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. [cement to be supplied by the Manufacturer/ supplier] In ground floor and foundation Without approved concrete pump.
50
462900
9258
Provide Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. For works in foundation and upto roof of ground floor/upto 4 m
Tor steel/Mild steel. JSW/JSPL/SHYAM/ SRMB/BMASL /ELECROSTEEL /SSL or OTHER MANUFACTURERS NOT SPECIFIED
2
120300
60150
Hire and labour charges for the shuttering with centering and necessary staging up to 4Mtr using approved stout props and 25 mm to 30 mm thick hard wood planked with required bracing for concrete slabs beams, columns, lintels curved or straight including fittings, fixing and striking out after completion of the works (up to roof of ground floor) as per the direction of Engineer – In – Charge.Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work.
150
55350
369
(f) 25 mm to 30 mm shuttering without staging in foundation
100
20900
209
Supplying labours for taking out old paver blocks carefully,stacking the same in proper stack and depositing the spoils as directed within a lead of 150 m.
12500
725000
58
Carefully lay old paver blocks in line and level to match with exsisting paved surface including providing bedding layer with minimum sand (50 to 80 mm avg thk) over prepared concrete base & completed by heavy duty vibretor plate compaction (joints filled with fine sand ) as per specification including all lead,lifts,materials,labours etc comlete in all respect.
5000
960000
192
Supplying and laying in the specified pattern of Interlocking Concrete Block (ICBP) with concrete blocks (with concrete grade as specified as per Table 1 of of IS 1568;2006) manufactured in steel mould clamped to a vibrating table by hydraulic pressure (as per clause no. 6.30 of IRC : SP :63 (2018), from BIS license manufacturer , with spacer nib (small protruding profiles on the vertical face of a paver block used as a device for keeping minimum joint gap in between the paving blocks ,as per Cl. No. 3.26 of IS ; 15658 ) and of specified size and shape with aspect ratio (the ratio of length to thickness of a paver block , as per Cl. No. 3.3 of IS 15658) as per Table 2 of IS : 15658 with flexural strength/breaking load as per Annexure g of IS ; 15658 on the prepared base course of specified
7500
10747500
1433
CBR as per Table 1 of IRC SP 63 (2018) or else as mentioned in design and drawing with a cushion of compacted bedding sand of 25-35 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP-63 ) and filling up the gaps in between paver blocks with joint filling sand( the grading of the joint filling sand will be as per clause 6.5.2 of IRC SP 63 ) and completing the edgeswith cut blocks as per CL.No. 8.7 of IRC SP -63(2018) with proper confnement of bedding and joint filling sand, compacting, levelling and filling up of the edge gap. 100 mm. thick Grey
-
-
-
Supplying and laying in the specified pattern of Interlocking Concrete Block (ICBP) with concrete blocks (with concrete grade as specified as per Table 1 of of IS 1568;2006) manufactured in steel mould clamped to a vibrating table by hydraulic pressure (as per clause no. 6.30 of IRC : SP :63 (2018), from BIS license manufacturer , with spacer nib (small protruding profiles on the vertical face of a paver block used as a device for keeping minimum joint gap in between the paving blocks ,as per Cl. No. 3.26 of IS ; 15658 ) and of specified size and shape with aspect ratio (the ratio of length to thickness of a paver block , as per Cl. No. 3.3 of IS 15658) as per Table 2 of IS : 15658 with flexural strength/breaking load as per Annexure g of IS ; 15658 on the prepared base course of specified
500
830000
1660
CBR as per Table 1 of IRC SP 63 (2018) or else as mentioned in design and drawing with a cushion of compacted bedding sand of 25-35 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP-63 ) and filling up the gaps in between paver blocks with joint filling sand( the grading of the joint filling sand will be as per clause 6.5.2 of IRC SP 63 ) and completing the edgeswith cut blocks as per CL.No. 8.7 of IRC SP -63(2018) with proper confnement of bedding and joint filling sand, compacting, levelling and filling up of the edge gap. 120 mm. thick Grey .(Dented ) M-55 Grade
-
-
-
Supplying ready mixed concrete of M 40 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work, compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item.[cement to be supplied by the Manufacturer/ supplier] In ground floor and foundation. Without approved concrete pump.
30
291570
9719
Providing and laying sealing compound (polysulphide sealent) of approved make & manufacture in joints of concrete pavement as per drawing including applying a coat of sealent primer of approved brand with top as concave surface having 3mm depression in the middle of the joint including cost of backer rod of size 10 mm dia at the bottom of the groove (size 8.0 to 10.0 mm wide and 22.00 mm deep)including cost of all accessories , all materials , transportation, cleaning of joints by blower all complete including application by a authorazed applicater or the manufracturer as per manufracturer's specification all complete.
100
35787
357.87
Cleaning the concrete surface by removing dirt and debris ,marking defective location and removing loose concrete by careful stripping until hard surface is exposed,cutting the concrete to regular shape ,wire brushing the exposed surface and removing debris from site complete as per direction of the engineer -in-charge .
500
45000
90
Provide and lay bricks work with 1st class bricks in cement morter (1:6). In foundation and plinth
20
108260
5413
Provide and lay plaster to wall, floor, and ceiling with sand & cement morter (6:1) including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface by chipping, etc., including throating, nosing and drip course where necessary in ground floor.[Excluding cost of chipping over concrete surface] 20 mm. thick plaster.
200
35000
175
ProvideandlayingreinforcedcementconcretepipeNP4withspigotsocketfordrainagesystemonproperbeddingincludingfixingwithcementmorter1:2asperTechnicalspecficationclause11.06forRuralRoadsofMORD.
450mmdia.
20
82280
4114
Providing and laying reinforced cement concrete pipe NPwith spigot socket for culverts on first class bedding of granular material in double row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD.
600 mm dia
50
257000
5140
Supply of High Density Poly-ethylene Pipe conforming to IS - 4984 - 1985 (Dia) [PE - 63] 6 Kg / Sq.Cm. (Working Pressure)
(Dia) 110 mm
20
10900
545
Labour for fitting and fixing high density poly-ethylene pipes or P.V.C. pipes for above ground work including cost of jointing materials paints etc. fitting and fixing all necessary specials, cutting pipes, making threads, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps(any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineer-in-charge. (Payment will be made on centre line measurement of the total pipeline including specials. )
110 mm dia
20
1160
58
Supply Air Compressor Machine including labour ,operator, fuel permit etc. for 8 hours at desired location all complete.
5
44275
8855
Cleaning rubbish, sludge, liquid earth, mud,debris and other materials etc. from kutcha/ pucca surface drain of any size and up to 1.8 M deep including stacking the spoils within a lead of 75.00 mtrs. by manual means (Payment will be made on the basis of actual measurements of spoil in dry Condition).
200
66200
331
Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal /Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge
1200
199200
166
Hire Charges for operation of LCV mounted Jetting cum Suction Machine (Total capacity of the tank of Jetting cum Suction Machine is 5000 liters ( Water intake capacity is 2000 liters and Sludge intake capacity is 3000 liters) and removal of sludge will be done through hose pipe and dumping will be within 1 k.m. radius” ) for 08 hrs. Per day including 30 minutes lunch break at day shift for cleaning /removing chokage of under ground drainage system at Container Parking Yard of N.S.Dock including cost of fuel, lubricants driver and helpers etc as directed all complete at N.S.Dock
3
35844
11948
Dismantling of Cement concrete pavement by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m stacking serviceable and unserviceable materials seperately as per Technical Specification Clause 202 for Rural roads of MORD .
75
78450
1046
Epoxy bonding of new concrete to old concrete
1000
517000
517
M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in- charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1956 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts
2
145206
72603
and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof. For Structural Works of specified section weighing less than 22.5 kg/ m
-
-
-
Hire charges of Earth movers / Excavator -cum -loader for 8 hours. including one no operator , one no. helper ,fuel etc. The rate inclusive of all expenses etc complete.
3
33173
11057.92
Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D)
35 MT load bearing capacity round manhole cover provided with twolifter hooks fitted with matching frame of size
Cover: 700 mm X 100 mm
Frame: 910 mm X 185 mm
opening: 560mm
Weight: 245 kg (approx)
4
16136
4034
Supply of daily labour for various non measurable works like segregating and stacking of serviceable materials like paver blocks , stone sets , steel materials etc.
50
43179
863.58
Dismantle all types of plain cement concrete works up to 150 mm thick stacking serviceable Materials at site andremoving rubbish as directed within a lead of 75 Metre in ground floor including roof.
550
516450
939
Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars in ground floor including roof.
15
29340
1956
Supplying labours for taking out old paver blocks carefully,stacking the same in proper stack and depositing the spoils as directed within a lead of 150 m.
5500
319000
58
Carefully lay old paver blocks in line and level to match with exsisting paved surface including providing bedding layer with minimum sand (50 to 80 mm avg thk) over prepared concrete base completed by heavy duty vibretor plate compaction (joints filled with fine sand ) as per specification including all ead,lifts,materials,labours etc comlete in all respect.
2000
384000
192
Supplying and laying in the specified pattern of Interlocking Concrete Block (ICBP) with concrete blocks (with concrete grade as specified as per Table 1 of of IS 1568;2006) manufactured in steel mould clamped to a vibrating table by hydraulic pressure (as per clause no. 6.30 of IRC : SP :63 (2018), from BIS license manufacturer , with spacer nib (small protruding profiles on the vertical face of a paver block used as a device for keeping minimum joint gap in between the paving blocks ,as per Cl. No. 3.26 of IS ; 15658 ) and of specified size and shape with aspect ratio (the ratio of length to thickness of a paver block , as per Cl. No. 3.3 of IS 15658) as per Table 2 of IS : 15658 with flexural strength/breaking load as per Annexure g of IS ; 15658 on the prepared base course of specified
7500
10747500
1433
CBR as per Table 1 of IRC SP 63 (2018) or else as mentioned in design and drawing with a cushion of compacted bedding sand of 25-35 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP-63 ) and filling up the gaps in between paver blocks with joint filling sand( the grading of the joint filling sand will be as per clause 6.5.2 of IRC SP 63 ) and completing the edgeswith cut blocks as per CL.No. 8.7 of IRC SP -63(2018) with proper confnement of bedding and joint filling sand, compacting, levelling and filling up of the edge gap. 100 mm. thick Grey
-
-
-
Supplying ready mixed concrete of M 15 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work, compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item.
[Cement to be supplied by the Manufacturer or supplier]
825
6406125
7765
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
Pakur Variety
20
152220
7611
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in gound floor as per relevant IS codes.
Pakur Variety
15
103140
6876
Supplying ready mixed concrete of M-20 grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per cum of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer , designing concrete mix following IS 10262 and IS 456 transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work, compacting and curing the same complete as per specification and direction of the Engineer-in-charge including compurised batching plant transit mixure will all accessories, vibrators etc inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its staging which would be paid through separate item. In Ground Floor and Foundation Without approved concrete pump
15
126900
8460
Supplying ready mixed concrete of M 30 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using
approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work, compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. [cement to be supplied by the Manufacturer/ supplier]
In ground floor and foundation Without approved concrete pump.
25
231450
9258
Supplying ready mixed concrete of M 40 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work, compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item.[cement to be supplied by the Manufacturer/ supplier]
In ground floor and foundation. Without approved concrete pump.
25
242975
9719
Hire and labour charges for the shuttering with centering and necessary staging up to 4Mtr using approved stout props and 25 mm to 30 mm thick hard wood planked with required bracing for concrete slabs beams, columns, lintels curved or straight including fittings, fixing and striking out after completion of the works (up to roof of ground floor) as per the direction of Engineer – In – Charge.Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work.
100
36900
369
(f) 25 mm to 30 mm shuttering without staging in foundation
50
10450
209
Provide Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. For works in foundation and upto roof of ground floor/upto 4 m Tor steel/Mild steel. JSW/JSPL/SHYAM/ SRMB/BMASL /ELECROSTEEL /SSL
1.5
90225
60150
Supply Air Compressor Machine including labour ,operator, fuel permit etc. for 8 hours at desired location all complete.
2
17710
8855
Cleaning the concrete surface by removing dirt and debris ,marking defective location and removing loose concrete by careful stripping until hard surface is exposed,cutting the concrete to regular shape ,wire brushing the exposed surface and removing debris from site complete as per direction of the engineer -in-charge .
250
22500
90
M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in- charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1956 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or
1
72603
72603
4m. beyond initiial 8m. or part thereof. For Structural Works of specified section weighing less than 22.5 kg/ m
-
-
-
Epoxy bonding of new concrete to old concrete
500
258500
517
Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal /Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge
650
107900
166
Dismantling of Cement concrete pavement by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m stacking serviceable and unserviceable materials seperately as per Technical Specification Clause 202 for Rural roads of MORD .
50
52300
1046
Providing and laying reinforced cement concrete pipe NP4 with spigot socket for culverts on first class bedding of granular material in double row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD.
600 mm dia
50
257000
5140
Provide and laying reinforced cement concrete pipe NP4 with spigot socket for drainage system on proper bedding including fixing with cement morter 1:2 as per Technical specfication clause 11.06 for Rural Roads of MORD . 450 mm dia.
20
82280
4114
Hire charges of Earth movers / Excavator -cum -loader for 8 hours. including one no operator , one no. helper ,fuel etc. The rate inclusive of all expenses etc complete.
3
33173
11057.92
Supply of daily labour for various non measurable works like segregating and stacking of serviceable materials like paver blocks , stone sets , steel materials etc.
30
25907
863.58
Dismantling of Cement concrete pavement by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m stacking serviceable and unserviceable materials seperately as per Technical Specification Clause 202 for Rural roads of MORD.
1300
1359800
1046
Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars in ground floor including roof.
30
58680
1956
Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. in ground floor including roof.
above 150 mm. thick
25
35425
1417
Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)
300
395142
131714
Supplying ready mixed concrete of M 15 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work, compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. [Cement to be supplied by the Manufacturer or supplier]
600
4659000
7765
Supplying ready mixed concrete of M-20 grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per cum of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer , designing concrete mix following IS 10262 and IS 456 transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work, compacting and curing the same complete as per specification and direction of the Engineer-in-charge including compurised batching plant transit mixure will all accessories, vibrators etc inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its staging which would be paid through separate item. In Ground Floor and Foundation Without approved concrete pump
25
211500
8460
Supply of ready mix concrete of M-30 grade with well graded stone chips of ( 20 mm nominal size ) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications , submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer - in - charge . Consumption of cement will not be less than 320 kg of cement with super plasticizer per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix formula.
In ground floor and foundation (Using concrete mixture ) M-30 grade
Pakur Variety
35
324030
9258
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
Pakur Variety
20
152220
7611
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in gound floor as per relevant IS codes. Pakur Variety
10
68760
6876
Provide Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. For works in foundation and upto roof of ground floor/upto 4 m
Tor steel/Mild steel. JSW/JSPL/SHYAM/ SRMB/BMASL /ELECROSTEEL /SSL or OTHER MANUFACTURERS NOT SPECIFIED
3.5
210525
60150
Hire and labour charges for the shuttering with centering and necessary staging up to 4Mtr using approved stout props and 25 mm to 30 mm thick hard wood planked with required bracing for concrete slabs beams, columns, lintels curved or straight including fittings, fixing and striking out after completion of the works (up to roof of ground floor) as per the direction of Engineer – In – Charge.Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work.
300
110700
369
(f) 25 mm to 30 mm shuttering without staging in foundation
50
10450
209
M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in- charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1956 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight.
2
145206
72603
Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof. For Structural Works of specified section weighing less than 22.5 kg/ m
-
-
-
Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal /Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge
1300
215800
166
Providing and laying reinforced cement concrete pipe NP4 with spigot socket for culverts on first class bedding of granular material in double row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD.
600 mm dia
80
411200
5140
Provide and laying reinforced cement concrete pipe NP4 with spigot socket for drainage system on proper bedding including fixing with cement morter 1:2 as per Technical specfication clause 11.06 for Rural Roads of MORD . 450 mm dia.
40
164560
4114
Provide and lay bricks work with 1st class bricks in cement morter (1:6). In foundation and plinth
20
108260
5413
Provide and lay plaster to wall, floor, and ceiling with sand & cement morter (6:1) including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface by chipping, etc., including throating, nosing and drip course where necessary in ground floor.[Excluding cost of chipping over concrete surface] 20 mm. thick plaster.
200
35000
175
Cleaning the concrete surface by removing dirt and debris ,marking defective location and removing loose concrete by careful stripping until hard surface is exposed,cutting the concrete to regular shape ,wire brushing the exposed surface and removing debris from site complete as per direction of the engineer -in-charge .
300
27000
90
Epoxy bonding of new concrete to old concrete.
300
155100
517
Supplying and laying in the specified pattern of Interlocking Concrete Block (ICBP) with concrete blocks (with concrete grade as specified as per Table 1 of of IS 1568;2006) manufactured in steel mould clamped to a vibrating table by hydraulic pressure (as per clause no. 6.30 of IRC : SP :63 (2018), from BIS license manufacturer , with spacer nib (small protruding profiles on the vertical face of a paver block used as a device for keeping minimum joint gap in between the paving blocks ,as per Cl. No. 3.26 of IS ; 15658 ) and of specified size and shape with aspect ratio (the ratio of length to thickness of a paver block , as per Cl. No. 3.3 of IS 15658) as per Table 2 of IS : 15658 with flexural strength/breaking load as per Annexure g of IS ; 15658 on the prepared base course of specified CBR as per Table 1 of IRC SP 63 (2018) or else as mentioned in design and drawing with a cushion of compacted bedding sand of 25-35 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP-63 ) and filling up the gaps in between paver blocks with joint filling sand( the grading of the joint filling sand will be as per clause 6.5.2 of IRC SP 63 ) and completing the edgeswith cut blocks as per CL.No. 8.7 of IRC SP -63(2018) with proper confnement of bedding and joint filling sand, compacting, levelling and filling up of the edge gap. 120 mm. thick Grey .(Dented )
3350
5561000
1660
Hire charges of Earth movers / Excavator -cum -loader for 8 hours. including one no operator , one no. helper ,fuel etc. The rate inclusive of all expenses etc complete.
3
33173
11057.92
Supply of daily labour for various non measurable works like segregating and stacking of serviceable materials like paver blocks , stone sets , steel materials etc.
30
25907
863.58
Supply Air Compressor Machine including labour ,operator, fuel permit etc. for 8 hours at desired location all complete.
5
44275
8855
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